Pregled bibliografske jedinice broj: 460476
Monitoring and Back Numerical Analyses in the Konjsko Tunnel
Monitoring and Back Numerical Analyses in the Konjsko Tunnel // Proceedings of the Regional Symposium of the International Society for Rock Mechanics (ISRM) : Rock Engineering in Difficult Ground Conditions - Soft Rocks and Karst / Vrklja, Ivan (ur.).
Amsterdam : Leiden: Balkema ; CRC Press, 2009. str. 533-538 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 460476 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Monitoring and Back Numerical Analyses in the Konjsko Tunnel
Autori
Arapov, Ivan ; Kovačević, Meho-Saša ; Lušo, Petar
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the Regional Symposium of the International Society for Rock Mechanics (ISRM) : Rock Engineering in Difficult Ground Conditions - Soft Rocks and Karst
/ Vrklja, Ivan - Amsterdam : Leiden : Balkema ; CRC Press, 2009, 533-538
ISBN
978-0415804813
Skup
Regional Symposium of the International Society for Rock Mechanics : Rock Engineering in Difficult Ground Conditions - Soft Rocks and Karst
Mjesto i datum
Cavtat, Hrvatska, 29.10.2009. - 31.10.2009
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Monitoring; Back Numerical Analyses; Tunnel
Sažetak
The Konjsko tunnel is an integral part of the Zagreb-Split-Dubrovnik highway, section Prgomet- Dugopolje. It consists of two tunnel tubes having 1326.0 and 1133.8 meters in length. The greatest overburden amounts to 150 m. This paper presents geotechnical measurement results and back numerical analyses. Back numerical analyses in combination with geotechnical measurements enable safer and more rational approach to designing and performing underground constructions. They contribute to the development of cognition on rock massifs and to determining its physically- mechanical parameters, joining it with rock classifying results. They can help to verify or to modify characteristics of the primary support system, of the foreseen progress length, estimated time of non-supported ranges, as well as time and schedule of performing all works regarding the excavation stability.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
082-0822161-2187 - Ispitivanje i modeliranje poboljšanog tla i stijene (Kovačević, Meho-Saša, MZOS ) ( CroRIS)
Ustanove:
Građevinski fakultet, Zagreb